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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.9 LAccepted-AOC SHOP NO C 1 GHANTAGHAR KORBA CG 495667 | KORBA | KORBA | CHHATTISGARH | 495667 | ₹17.9 L Quoted ₹15.2 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical 12 NANDGAON PO NIGAHI DISTT SINGRAULI MP 486884 | SINGRAULI | MADHYA PRADESH | 486884 | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical JANGAL SIDE TELSARA ROAD BANKI MONGRA POST KORBA DISTT KORBA C G PIN 495447 | KORBA | CHHATTISGARH | 495447 | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical WARD NO 17 P RAVI SHANKAR SHUKLA NAGAR KORBA CHHATTISGARH 495677 | KORBA | KORBA | CHHATTISGARH | 495677 | - | - | Rejected-Technical L8 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L7 |
Tender Value
₹44.0 L
EMD Value
₹55,100
Closing Date
10 Feb 2026, 6:30 pmClosed
STAFF OFFICER, CIVIL DIPKA AREA
OFFICE OF STAFF OFFICER CIVIL, DIPKA AREA, CG 495452
Providing Gabion wall along the dump area around conveyor belt of Dipka Expansion Project at Dipka Area
2026_SECL_351947_1
SECL/DA/CIV/e-TENDER/25-26/93 dated 29-01-2026
Open Tender
Civil Works - Others
60 days
DIPKA AREA
as per NIT
3 documents required · 3 mandatory
₹55,100
16 Mar 2026
29 Jan 2026
11 Feb 2026
29 Jan 2026
10 Feb 2026
30 Jan 2026
29 Jan 2026 - 3 Feb 2026
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed within a lead of 50 m. All kinds of soil.
Providing & making Gabion structure with mechanically woven double twisted hexagonal shaped wire mesh gabion boxes as per IS 16014:2012 , Morth clause 2500 of required size , mesh type 10x12 ( D= 100 mm with tolerance of +- 2% ) Zinc coated , mesh wire diameter 3.0 mm , mechanically edge /selvedged with partitions at every 1 m interval and shall have minimum 10 number of openings per meter of mesh perpendicular to twist , tying with lacing wire of diamete 2.2 mm , supplied @ 3 % by weight of gabion boxes , filled with local availableOB boulders with least dimension of 200 mm , as per drawing , all complete as per direction of EIC.
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